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Home My WebLink AboutEVALUATION REPORTi EXTERIOR RESEARCH & DESIGN, LLIG A SCANNED cute ofAuthmization #9so3 . 353 CHRISTIAN STREET, UNIT#13 twni .0 .. BY OXFORD, Cr 06478 �$..tl.ccE=U (203) 262-9245 EVALUATION REPORT Evaluation Report A42960.10.12-R6 TRI-BUILT Materials Group, LLC FL16048-R6 PO Box 70 Date of Issuance:10/25/2012 Rutherford, NJ 07070 Revision 6. 09/25/2017 (Soo) 516-1485 FILE COPY SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use o construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use fof the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the a Edition (2017) Florida :Building Code sections noted herein. DEscRIPnON: TRI-BUILT Roof Underlayments e1ynG: Labeling shall be in accordance with the requirements the Accredited Quality ./assurance; Agency noted 1 herein. CONTINUED c6mpu m: This Evaluation Report is valid until such time as the named product(s) changes, the referenced iance documentation changes, or provisions of the Code that relate to the product change. Acceptance of Quality Assui this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERmmEW.* The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may: be displayed in advertising giterature. 1f any portion of the Evaluation Report is displayed, then it shall be done Wits entirety. INSPECTION: upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. i This Evaluation Report consists of pages 1 through 6. Prepared by:' ri-.•gSa:c'�� Robert J.M;Nieminen, P.E. '• «L N` Mw%mmlesWappeuMvm.aue�abrPzbotk ekcftnicWrsWrwd Florida Registration No. 59166, Florida DCAANE1983 pF o�ag/�sia»a• ' "0= �iO doaaneM- C-3MMATM OF INDOMMENCE: 1. Trindyl E6tD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product 5. This is a, building code evaluation. Neither TrinityIERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project -on which this Evaluation Report, or previous versions thereof, Wwas used for permitting or design guidance unless retained spedfic6l Ily for that purpose. h CI ROORNG COMPONENT EVALUATION: c 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the a Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 15043 Property Standard Year 5 Wind Resistance FM 4474 2011 150431 Wind Uplift UL 1897 2012 1504.61 1507.2A/ 1507.1.1,1507.2.9.2 Accelerated Weathering Physical Properties ASTM G155 ASTM 2005 • D1970 2015 150733 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (f5T6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (75T6049) Physical Properties S40540.11.13 11/19/2013 ERD (T5T6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST649) Physical Properties 544870.04.14-2 04/02/2014 ERD ('TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (li, 49) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (T5T6049) Physical Properties S43530A2.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD RST6049) Physical Properties 540540.10.14 10/31PO14 ERD (T5T6049) Physical Properties SC7645.02.15 02/13/2015 ERD CW6049) Accelerated Weathering SM20.04.15 05/27/2015 ERD (TST6049) UL, LLG I(QUA962S) Wind Resistance 5C14045.05.17--R3 06/07/2017 Quality control Multiple -Listing R16814 12/10/2015 UL, LLC (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUcr DESCRIPTION: 4.1 Td-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. .. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SSS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 5. LIMITATIONS: 5.1 i This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 i This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials I Directory for fire ratings of this product. Exterior Research a�w Design, ur ksaa- Cam= qfA �03 6T" EDMON (2017) FBC NCO-WVM EVALUATION E� � rt -ft TRI-BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09AS/2017 z Page 2 of 6 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 55 Allowable Roof Covers: 7ndehnent Asphalt 7S:h17ng1esn Tile Foanh-On Tile Metal wood Shakes Slate Sand-R SA Shingle UnderfaIyment o No No y� Yes Tri-Built S/A. HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Buis[ Smooth HT S/A Underlaymerrt Yes No No Yes Yes Yes 5.5.1 .11 "Foam -On Tile"' is limited to use of the following Approved the adhesives / underlayment combinations. Adhesive . Florida Product Approval Underlayrne t ICP Adl�esives PolysW AH-160 FL6332 Tri-Built 5/A HT TU Undedayment Dow TileBond- FL M25 Tri-Built 5/A HT TU Undedayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Td-Built Sand-R SA Shingle Underlayment, Tri-Hulk S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; AST(M D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. i' While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC. recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underiayment. 5.6.2 p Bond -to -Insulation: I' Tri-Bu(lt Sand -lit SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built UVOth HT S/A Undedayment applied to: ➢. Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per `I minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on file systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, AppendixJ. �I I I s Refer to Tile Manufacturer's or Adhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLc CerwcawofAtrdwrimtioVrA9503 Evaluaftn 6r" EW'nON (2017) f�BC NON-Hvrz EVALUATION ReP0rt_ �� k, T8r-BULLY Roof Underlaynrents; (800) SWUM Revision 6: 09/2*-M17 Page 3 of 6 i V 5.6.3 Bond to Mechanically Attached Base Laver: - Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Td-Built Smooth HT S/A Undedayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per �! minimum codified requirements. For installations under foam -on file systems (Tri-Built $JA HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04.,12) does not address wind uplift resistance of all underlayment systems beneath foam: -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI Apn'I 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table lA or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45 0 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Undedayment, self -adhered. #2, Maximum Design Pressure = -67S osf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Undedayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure = -150 0 asf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4- Maximum Design Pressure = -60 0 osf, Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1S17S.1) and tin caps (FBC 1517.5.2) spaced 6-inch o_c_ at the 44nch laps and 64nch o.c, in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Undedayment, self -adhered. Exterior Research and Design, Liz- Evaluation Report A42960i-10=46 C-,& ° of *ism *ism 6T" EDITION (2017) FBC NON4 1V IC EVALUATION R160484% TRI-BUILT Roof U nderlayments; (gee) 516-1485 peyhim 6; 097 Page4of6 � � tip • r""' , S-6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet i or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 14_ Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. l i Commonly used methods are ANSI/SPRI WD1, FM • Loss Prevention Data Sheet 149 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in jSection 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 i Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Undedayment shall not be left it exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation_ 5.8 Tile Siiooaee Limitations (TAS 103 Per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof Slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. +II Undedayment Tile Profile Sing Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5;12 Max 10-tile stack (bottom 2-tile slack shall be inverted, followed by 8 tiles high 6:12 I on slope, as shown below) Tri-BuiltlS/A HTTU Underiayrnent 4 Lugged Exterior Research land DesW, LLC. Evahration PAwMA4296010.124R6 [erO aW ofAutl,raoaFan �{9503 6EDMON (2017) FBC NON-HVHZ EVALUATION f116098-R6 n"UILT Roof Uncledwymards: (s00) S16-1485 Revision & 09/2s/2017 P�eS®f6 r.'. . MD 6. INSTALLAnoN: � ° - 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the j specifics noted below. 6.2 ! Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly P I to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Undedavment. Tri-Built S/A HT TU Underlavment or Tri-Built Smooth 5/A Underlavment. 63.1 ii Shall be installed in compliance with the requirements for ASiM D1970 undedayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 63.2 I Non -Tile aoolications: j While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours., Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possiNe. Once the entire length of membrane is in place, peel -off the release film diagonally while: hoidi ng membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. the Horizontal seams should be minimum 34nches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with f TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet Pit over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in , each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile ADolications (Tri-Built S/A HTTU Underlavment only): Reference Is made to FRSA/TRI Apol 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. FI For foam -on tile applications, reference is made to Section 5.6A herein for wind resistance limitations that fall outside the scope -of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents file slippage and/or damage to .the II� underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile i� staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFApruRING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC ii QUA9625; (314) 578-3406; k.chancellor@us.ul.com p - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Etrdttns)Or1 0fAud)od` Fka #9M 6 EDMON (2017) FOC NMHVHZ EVALUATION tA42960�10.12-R6 I' TRI-BUILT Roof UnderlaYments; (800) S16-148S Revision 6: EI Page 6of6